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i'� �',t�, � <br /> � ,� FoC.Y- Q�p _ � � � <br /> �`� <br /> . ��` � `. `J`l __ <br /> �� "'�OQ OF S ►.10 �I <br /> j•J F��--L)03.0 3�J <br /> � 1 �.O <br /> /,'.i. ✓I�)lL., . ✓ <br /> P�A� v���..� `—_ ��° <br /> I I o' � 1� <br /> SET- BACKS <br /> HOUSE Syslem must be� <br /> Tonk a�� from property I'Nes X �F`�-'���"-� ���S�� w�oT� . <br /> .� (rom wells <br /> . a� from b'dgs. , <br /> :w�;� Treotment orea =�frorn lakes, = streorr�s <br /> NOTE=Power suPPfy ond sv�^tches must be bcoted in a <br /> Treotment oreo � from property lu�es chomber ond mantble <br /> , weather proof endosure aAs;de the pump�ng <br /> M�N�oc.ES �..�n ��." �1. from we!15�-���"v*o1¢o.'a <br /> cciRCCF�c� �'from b!dqs.�� 5� <br /> �' e�'irom trees � SOIL BORI[�G EI.EVAIIONS <br /> � i ' I � � `�--L- � <br /> �min, � ' . THIII �� ,-lo�.:, <br /> ii 3."d,a.s - �Q _ grade�%,7H.�2�L.-12�,_� <br /> Tank � 1�H. 3 EL.-.�:� <br /> Drop to Tonk 7onk �:� pF2ESSURE DISTRIBl1TlON MOUNO SYSTEM Th:� �L_ <br /> I TH`5 EL- <br /> N��n. I�to 8� �PumP�9 <br /> .. � �- EI.�VAT10V at PROPOSEO P(lMPWG <br /> Max.l to 4 ��P '�i��-1�S ��1�A��-o c� Chomber <br /> .4"to 6��dia.pipe � ��-��-8�°, I��.�o��ca�K-4��c..� <br /> . tN�o��N b A�f 1 � � �o;� ' - q(o. i <br /> SYSTEM DESIGN -MOUND �! �� ��� ��,c ' <br /> TypE-�, '-.� BEOfZ00M , Ave'roge percolation mte �3 min./inch (design.83sq.ft treotment area pergot.of daiy sewage flow) . <br /> �OA �/�y x.83sq.ftlgd.` `�sq.ft.of h�ealmeN orea �10%= `—sq.ft. (.= ION.width=s� ft.length of bed area+side slope run�to 1 x�heigtt= 3� ftx `�ftlawn-aea needed) <br /> Clean rock nceded- `-J��sq.ff.treatment area x /-� depthof rock=S�.a.ft=27=�cuyds.(3/4��to 21f��da. ,indudes 2�of rock above p'�pe) <br /> i �o_A4�� qeon sand fi11 belaw �ock needed�a,_yds. opGxox. , sandy bom bodc fdt a S a.yd�approx., topsoil 6��_WYd• Av� sA�o otiP�-t � /. 3� <br /> W ASl��O (��f1�t3ta���--CO .4icOo_7�o'J'o 'Co.'CoQ 50��._foF l�Rfc_�L.a� �Q4Sr� �s �`�t�) <br /> Number of fonlcs reqwed �` , �st tonk/000 gol. ,2ndtmk�o�gol.�ns fv�s P•.amQrN�i.�. 4t-��►mpEQ- <br /> Pumping chomber capocity- 25% of do�rsev�oge fk7w of�gal.=�_gal+reserve s�oc�ge of 150gh1/B�.Sa�.gol.+p'�pebockdronoge— p�pPERTY 0�: P�'-'`-- '(��``--��� <br /> of_.1�go1./IOO lin.ft of 3+d�q- s-iPpty P�Pe, lin.ft.needed�c�, �� go1.+monifo!d �`� gotJ�00 Gnft of a�dio.pipe�fRfineeded Z , a gol - � .� <br /> fotal Copacity needed ZL 3 9a�.�Plus area for pump) ug� rns r,. /v o e� ga,l.ca P. �-o�o t--ti>-1- N��-c� , C 0 <br /> � , �istribution pipe I��a,'�. � I�lin.ft, ���dio. perforatans�_~opart <br /> ��a- h m ble co cit I�3 0l_ 4 des/ � J l,4�� do � H�Ao P�E�s �����dR'�U'� 3� aa,l 1 t,-,.n. S—P TEST/NG /�l( <br /> _ Pump s¢e p. �P� po Pa Y 9 �Y �Y <br /> Note� Whcn conslrvclin bed �- this oreo shoud be sho ed Note= O�stonce trom treohnent weo to ne�ghba�q we��s— ( pes� ned 9 = `'� `�' '��G <br /> ` to divert run-of(9 (rom entering �reotment oreo. p V����- ����� S� ' � Q �� Y � PN. 6�2-497 <br /> � Do«.�/' �/:.:L � <br /> I � <br />